HomeMy WebLinkAboutSite PlanZONING COMPLIANCE TABLE - R-80 DISTRICT
ITEM
REQUIRED
PROPOSED
LOT AREA
80,000 S.F,
96,515 SF +/-
LOT FRONTAGE
180 FT.
184.09'
FRONT YARD
50 FT.
85.0'
SIDE YARD
20 FT.
50.5'
REAR YARD
50 FT,
188'±
BUILDING HEIGHT
35 FT.
26 FT.
IPIN
REC. \
LIMITS OF \ \ \ \ \ N/F
'.' WETLANDS \ \
\ \ ` REVIEW AREA\ \ DAVID & ROSEMARY
\ \ \ PECORARO
VOL.630 PG. 426
S71"
.2
271,
4' ,• PROPERTY LINE \ \ \ \ \ \ \ \` \ 26g 29 \ \
SOIL TEST DATA
(PER SUBDIVISION PLAN)
UNCAS HEALTH DISTRICT - 9/27/06
TH#5 - 0"42" TOPSOIL
- 12"-28" BROWN SANDY LOAM
- 28"-60" GRAY SILT
- 60"-72" WATER
WATER@47", MOTTING@28", NO LEDGE
TH#6 - 0"40" TOPSOIL
- 10"-25" BROWN SANDY LOAM
- 25"-70" GRAY SILT
70"-80" WATER
WATER@70", MOTTING@25", NO LEDGE
TH#7 - 0"42" TOPSOIL
- 10"-25" BROWN SANDY LOAM
- 25"-78" GRAY SILT
- 70"-90" WATER
WATER@78", MOTTING@25", NO LEDGE
TH#8 - 0"43" TOPSOIL
- 13"-26" BROWN SANDY LOAM
- 26"-60" GRAY SILT
- 60"-70" WATER
WATER@60", MOTTING@26", NO LEDGE
FSC
CONSTRUCTION ENTRANCE
NOT TO SCALE
6r" LWITS OF \ \
INLAND \ \
WETLk,NDS \\ \ LIMITS OFD i \ `` \\ �� \\ �\ \\ , w
\ \ \ CLEARING\ \ \ \ \
\
CLS
`.
1,250 (2COMP.) \ \ ` ` IPIN 12,
\ \ \ SEPTIC TANK EC
\ ' I RI
INV. IN -24.65 \
INV. OUT -24.40
(SEE DETAIL)
\ \ \\ \ TH#6 %
\ \ 58LF OF GEOMATRIX GST -621, TH#8
\ EXISTING GRADE @ SYSTEM -\23.52 +
BOTTOM OF SYSTEM - 23.00 \
TOP OF SYSTEM - 24.00
INV. 4"\TOP DISTRIBUTION PIPE �4.0
28�F-4' VC
\ \ N
(ASTM 1785)
1 STALL A CONTINUOUS PT r \
F IIT FEN
1
L�NE O S CE
(SkE DETAIL)
TH95 \ \1 T 13LF-4"PVC
(SDR -35)
N 70� ""A \
°3`" \ \ \ D -BOX \
°P t 35 IPIN \ \ \ 1' \\ INV. IN -24,10
'T REC. \ INV. OUT -24.00 \
FOOTING \
DRAINET
\ N 76°35220 i\
N/F\\ \
RICHARD H. FISHER o ` 2S18g 20'
VOL. 652 PG. 189
a
LEGEND:
KNOCKOUT INLET AND
OUTLET OPENINGS
F.F.
FIRST FLOOR
EL.
ELEVATION
S.F.
SQUARE FEET
MON
MONUMENT
IPIN
IRON PIN
REC.
RECOVERED
x24.5
EXISTING SPOT ELEVATION
x28.6
PROPOSED SPOT ELEVATION
- - 30 - -
EXISTING CONTOURS
130,
PROPOSED CONTOURS
i
BUILDING SETBACK LINE
4-
TEST HOLE
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#4 95.100
#8 80'100
#16 50-85
#30 25-60
#50 5-30
#100 <10
#200 <5
L.B
FINISH GRADE TO
DIRECT RUNOFF AWAY
FROM SY TEM
6" MIN.
COVER FILTER FABRIC
OVER
I SAND . ' - w� . o ':w •�
4" 4"
CT D07 #6 STONE
STONE ASTM C-33 SAND
CROSS SECTION A -A
UTION PIPE \11I/
Wl Wl WJ
8• MIN.
FILTER FABRIC
H - 6" (GST 6206) 0.
12" (GST 6212)
18" (GST 6218)
24" (GST 6224)
30" (GST 6230) ,,•,
36" (GST 6236) • .r
\ \- CT DOT #6 STONE
`ASTM 633 SAND
CROSS SECTION B -B
GEOMATRIX GST LEACHING SYSTEM
/ / , / 000 0000000 I0000
0 / o'o 0 0 0 0 0
/ 00000 0000, 0
D-2554441 /
R-458.59 /
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8/9/2021
ENGINEER DATE
r �JNJMUO
PROVIDE NON -TRACKING
CONSTRUCTION ENTRANCE
(TYP.) (SEE DETAIL)
PERC TEST DATA
PERC
DEPTH -18"
0MIN. -3"
5 MIN. - 6 3/8"
10 MIN, 8 1/8"
20 MIN, .9 1/2"
30 MIN. -10 3/8"
40 MIN. -11 1/2"
50 MIN. -12 1/2"
60 MIN. -13 1/2"
PERC RATE -10 MINUTES PER INCH
MLSS & DESIGN DATA
4 BEDROOPM RESIDENCE
AVG. RESTRICTIVE - 26"
PERC RATE - 1" IN 10 MINUTES
SLOPE -8%
HF(30) x FF(1.75 x PF(1.0) = 52.5'
MLSS REQUIRED - 52.5'
MLSS PROVIDED - 58'
4 BEDROOM HOUSE REQUIRES 577.5 S.F.
OF EFFECTIVE LEACHING AREA
USE 58 FEET OF GEOMATRIX-GST 6212 (12" DEPTH)
(58 X 10.0 = 580 S.F.)
USE 1,250 GAL. 2 COMPARTMENT SEPTIC TANK
W/ OUTLET FILTER DEVICE
FILTER
KNOCKOUT INLET AND
OUTLET OPENINGS
FABRIC
OL
��
Iry
ANGLE 100 UP SLOPE
POST
FOR STABILITY AND
TCR'3CN B LI
oho SELF CLEANING
COMPACTED
OT VALID WITHOUT A LIVE SIGNATURE
BacKFILL
1
NOT TO SCALE 11
2X2 5/8 16 GA. WIRE MESH
1 1/2"
_1..
1
M
N 11
2 IL
STANDARD D -BOX
NOT TO SCALE
CAST
CONCRETE COVERS
PLAN
CAPACITIES A B C
1250 GAL 61" 51" 48"
1500 GAL 69" 1 59' 56"
4 x 4 12.6/12.6 GA. WIRE MESH
/- 6 x 6 6/6 GA. WIRE MESH
INLE
KNOCKOUT INLET AND
OUTLET OPENINGS
VE
OL
��
Iry
N
--
TCR'3CN B LI
+ N
+ +
OT VALID WITHOUT A LIVE SIGNATURE
as
ASPHALT SEAL
" SCHED. #40
a
CAST
CONCRETE COVERS
PLAN
CAPACITIES A B C
1250 GAL 61" 51" 48"
1500 GAL 69" 1 59' 56"
4 x 4 12.6/12.6 GA. WIRE MESH
/- 6 x 6 6/6 GA. WIRE MESH
INLE
i 3"
VE
OL
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Iry
LIQUID LEVEL
--
TCR'3CN B LI
CONTINUOUS HOT D
AS -A IzI MA IS
OT VALID WITHOUT A LIVE SIGNATURE
as
ASPHALT SEAL
" SCHED. #40
U
CROSS SECTION
1250/1500 GALLON
2 COMPARTMENT
SEPTIC TANK {
NOT TO SCALE
CONN,FC
Tico
DE c
-o P• scy G�
��
Iry
_
TCR'3CN B LI
, THIS MAP IS SUBSTANTIALLY CORRECT
AS -A IzI MA IS
OT VALID WITHOUT A LIVE SIGNATURE
A 6 E 0 71
SURVEYOR HEREON. 5af,,�
RICHARD A. DESCHAMPS L.S. #70019
TLET
-OU'LET
FILTER
DEITCE
EROSION AND SEDIMENT CONTROL PLAN:
1. CLEARING, GRUBBING, AND GRADING OF THE PROPOSED SITE
TO BE LIMITED TO AREAS ADJACENT TO THE PROPOSED HOUSE
DRIVEWAY AND SEPTIC SYSTEM.
2. DISTURBED AREAS TO BE LOAMED, SEEDED, AND MULCHED.
3. ALL TOPSOIL TO BE STOCKPILED ON SITE AND PROTECTED
WITH 14AYBALES OR SILT FENCE.
4• ALL CUT AND FILL SLOPES ARE NOT TO EXCEED 3:1 SLOPES,
5. PRIOR TO SITE DISTURBANCE, THE REPRESENTATIVE OF THE
TOWN OF MONTVILLE SHALL BE NOTIFIED WHEN SEDIMENT
CONTROL MEASURES ARE IN PLACE SO THAT THE INSPECTION
CAN OCCUR.
6. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE INSTALLATION
AND MAINTENANCE OF ALL REQUIRED SEDIMENT CONTROL
MEASURES THROUGHOUT CONSTRUCTION.
7. DUST CONTROL WILL BE ACCOMPLISHED BY SPRAYING WITH
WATER, AND IF NECESSARY THE APPLICATION OF CALCIUM CHLORIDE.
TEMPORARY VEGETATIVE COVER:
MULCHES APPLICATION RATE NOTES
PER 1000 S.F.
STRAW/HAY 70-90 lbs. FREE FROM WEEDS
AND COARSE MATTER
WOOD CHIPS 185-2751bs. FREE OF COARSE MATTER
AIR DRIED, TREAT WITH
PLANTING SCHEDULE: 12lbs NITROGEN / TON
SEEDING DATES:
APRIL 1------ JUNE 15
AUGUST 1-•--- SEPTEMBER 15
SEED MIXTURE:
45% RED FESCUE
45% KENTUCKY BLUE GRASS
10% PERENNIAL RYE
DESIGN NOTES:
1. ALL CONSTRUCTION TO CONFORM TO STANDARDS OF THE CONNECTICUT
PUBLIC HEALTH CODE AND TO THE SATISFACTION OF THE TOWN SANATARIAN,
2. THIS SYSTEM HAS NOT BEEN DESIGNED FOR THE USE OF LARGE
CAPACITY (+100 GALLONS), DISCHARGE TYPE BATHTUBS. RESIDENTIAL
GARBAGE DISPOSALS ARE NOT ANTICIPATED FOR THIS DESIGN. IN THE
EVENT THAT SUCH AN INSTALLATION IS CONTEMPLATED FOR THE
PROPOSED HOUSE, A LARGER SEPTIC TANK AND INCREASED LEACHING
FIELD CAPACITY WILL BE REQUIRED.
LEACHING SYSTEM CONSTRUCTION NOTES:
L TOPSOIL TO BE STRIPPED OFF PRIOR TO FILING, FILL MATERIAL BETWEEN AND BEYOND
TRENCHES TO BE PERVIOUS, GOOD QUALITY AND CLEAN MEDIUM SAND (SELECT FILL) PLACED
AND COMPACTED IN 6" LIFTS. SELECT FILL SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS:
A. THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 3 INCHES:
B. THE FILL SHALL NOT CONTAIN MORE THAN 45 PERCENT GRAVEL (GRAVEL IS BETWEEN NO.4 & 3" SIEVES)
NO MORE THAN 45 PERCENT OF THE MATERIAL CAN BE RETAINED ON THE NO.4 SIEVE.
C. THE FILL LESS THE GRAVEL SHALL MEET THE FOLLOWING GRADATION CRITERIA:
SIEVE SIZE: 94 #10 #40 #100 #200
%PASSING: 100 70-100 **10.50 0-20 0.5 WET SIEVE
% PASSING: 100 70.100 10-75 0-5 0.2.5 DRY SIEVE
** PERCENT PASSING THE #40 SIEVE CAN BE INCREASED TO NO GREATER THAN 75% IF THE PERCENT
PASSING THE #100 SIEVE DOES NOT EXCEED 10% AND THE #200 SIEVE DOES NOT EXCEED 5%.
2• DOCUMENTATION OF TEST RESULTS ARE TO BE PROVIDED TO THE HEALTH DISTRICT,
3. FILL MATERIAL TO BE PLACED PRIOR TO TRENCH EXCAVATION. NO TRAFFIC OTHER THAN
TRACK -DRIVEN EQUIPMENT IS TO CROSS, DUMP, UNLOAD OR OTHERWISE COMPACT THE FILL AREA
AFTER TOPSOIL REMOVAL. FILL MATERIAL TO BE DUMPED AT THE EDGE OF THE STRIPPED AREA AND
SPREAD AND COMPACTED WITH TRACK -DRIVEN VEHICLES. STOCKPILING IS TO TAKE PLACE UPGRADIENT OF
THE LEACHING AREA. THE AREA DOWN GRADIENT OF THE LEACHING AREA IS NOT TO BE DISTURBED.
SEPTIC SYSTEM CONSTRUCTION NOTES:
1. CONSTRUCTION SEQUENCE:
A. STRIP & STOCKPILE TOPSOIL FROM LEACHING TRENCH AREA.
B. PLACE SELECT FILL IF REQUIRED.
C. CONSTRUCT LEACHING TRENCH TO DESIGN LINE & GRADE.
D. LOAM, FINE GRADE TO FINISHED GRADE AND SEED. PROTECT DISTURBED AREAS
WITH EROSION CONTROLS UNTIL FIRST MOWING.
2• THE PIPE BETWEEN THE HOUSE AND SEPTIC TANK SHALL BE 4 IN. EXTRA HEAVY CAST IRON,
DUCTILE IRON OR EXTRA STRENGTH PVC ASTM D1785 SCHD 40 OR APPROVED EQUAL.
3• ALL DISTRIBUTION PIPE IS TO BE ASTM D3034 SDR 35 (4"PVC) OR APPROVED EQUAL UNLESS NOTED,
4. SEPTIC TANK SHALL BE SET LEVEL ON A MINIMUM OF 6" OF PROCESSED GRAVEL OR BROKEN
STONE ON COMPACTED SUBGRADE.
5. THERE ARE NO APPARENT WELLS OR SEPTIC FIELDS WITHIN 75' OF THE PROPOSED WELL AND
SEPTIC SYSTEM AS SHOWN ON THIS PLAN.
6. APPROVED STONE AGGREGATE FOR LEACHING TRENCHES SHALL BROKEN STONE, CRUSHED
STONE, OR SCREENED GRAVEL MEETING CT DOT FROM 814A SPECIFICATION FOR M.01.01 FOR NO.4
STONE:
SIEVE SIZE PERCENT PASSING (BY WEIGHT)
2 -INCH 100
1 -1/2 -INCH 90-100
1 -INCH 2O-55
3/4 -INCH 0-10
3/8 -INCH 0-5
7. THE LOCATION AND ELEVATION OF THE PROPOSED SEPTIC SYSTEM SHALL BE STAKED IN THE
FIELD BY A LICENSED LAND SURVEYOR.
8. THE BOTTOM OF THE LEACHING TRENCHES NOT TO EXCEED MORE THAN 7" INTO EXISTING GRADE.
NOTES:
1, TOPOGRAPHIC INFORMATION ON THIS PLAN COMPLIES WITH T-2 MAPPING
STANDARDS.
2, PROPOSED HOUSE AND SEPTIC SYSTEM TO BE STAKED IN THE FIELD BY
A LAND SURVEYOR LICENSED IN THE STATE OF CONNECTICUT.
3. BASE FOR LEVELS: PER MAP REFERENCE.
4. PROPERTY IS LOCATED IN THE TOWN OF MONTVILLE ZONING DISTRICT R-80,
5, THERE ARE NO WELLS LOCATED WITHIN 75' OF THE PROPOSED SEPTIC SYSTEM
LOCATED ON ABUTTING PROPERTIES.
6. TOTAL AREA OF PROPERTY - 96,515 S.F.f (2.22 ACRES).
7. A BENCHMARK IS TO BE PLACED WITHIN 50' OF THE PROPOSED HOUSE &
SEPTIC SYSTEM AT THE TIME OF CONSTRUCTION.
REFERENCE MAP:
SUBDIVISION PLAN PREPARED FOR ELIZABETH PATRICIA SHERHAN, MASSAPEAG
ROAD, MONTVILLE, CONNECTCUT, SCALES: AS NOTED, DATE: 7/1/2007, REV. 12/27/07,
PREPARED BY CME ASSOCIATES, INC.